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Home My WebLink AboutZ-4577-B Map 4D C I United Parcel Service 5501 Fourche Dam Pike Little Rock, AR ZONING: 1-1 SITE AREA = 44 ACRES (APPROXIMATE AREA) EXISTING BUILDING AREA = 211,800 S.F. BUILDING EXPANSION AREA = 7,236 SF (3.4% ADDITION) TOTAL BUILDING AREA = 219,036 (11.4% OF TOTAL SITE) EXISTING UPS BUILDING 211,800 S.F. (APPROX.) FFE=250.67 2 1 3 1 4 GRAPHIC SCALE i 30 p 15 30 60 \v ( IN FEET ) 1 inch = 30 ft. � \\\\\\ �\\��\�� ------ V, • EXISTING CURB AND GUTTER T0� EXISTING CONCRETE REMAIN (TYP) o BOLLARD DO (TYP) x \' DITION XISTING SEWER \'., IDS BUILDING AD MANHOLE 7,236 S.F. BUILDING EXPANSION (GREASE TRAP) (I X \ FFE=250.67 FOOTPRINT (TYP) To REMAIN EXISTING CONCRETE �1�1I II OLLARD, SEE ARCHITECTURAL PAVEMENT TOREMAIN(TYP)�x ` . LANS FOR DETAILS / I� \ I p. IIS I I I ^ I d pall L\ Ia ° ° G I X \ II b -*.,--EXISTING 6' aII i li al lip _ ip ali li li i b° I p III WATERLINE TO --- BOLLARD, SEE p a ° °� p� ° p l a p a I REMAIN (TYP) ARCHITECTURAL 1 PLANS FOR j EXISTING 8" EXISTING FIRE j" DETAILSp d ,-a p� 5 -� --IT-p L---�;---pllb-- pllj' --� HYDRANT TO s% WATERLINE TO -----o --�--- �� REMAIN (TYP) REMAIN (TYP) EXISTING i� ILr �� ° I 1 PII IIII p III pp IIII d p III 6 p1III STRIPING TO �I II X P ea = I p A REMAIN (TYP)---Y------- EXISTING EXISTING -_ \ X BUILDING CONCRETE PAVEMENT TO p d ° FOOTPRINT REMAIN (TYP) � �I REMAIN (TYP) EXISTING FENCE - TO REMAIN (TYP) VICINITX MAI=' L CONNECT EXISTING-/ AND PROPOSED FENCING (TYP) CHAIN LINK FENCE AROUND STAGING AREA (TYP) CUSTOMER/EMPLOYEE ENTRANCE , Q\ �G TRUCK E EXISTING HOUSE EDGE OF ASPHALT FOURCHE DAM PIKE EXISTING UNITED PARCEL SERVICE FACILITY TWO CONNEX CONTAINERS TO BE RELOCATED TO THIS LOCATION FROM IDS EXPANSION AREA EXISTING EXISTING DETENTION POND FUELING STATION EXISTING TRUCK WASH STATION OVERALL, SIrrE 1V]CAP 3 AREA OF CONSTRUCTION NEW STAGING AREA FOR TRAILERS EXISTING GRAVEL AREA FOR TRAILERS AND IDS STORAGE AREA IDS FACILITY ADDITION FOR CONVEYOR EXPANSION ONLY 4 I 1 I I I I I I I I 1 I I IN 0 z W6 aN Li C3 0 z 0 0 J I 1 I I I I I 1 5 GENERAL NOTES: 1. BEFORE COMMENCING ANY ACTIVITY UNDER OR PERTAINING TO THIS CONTRACT, THE CONTRACTOR SHALL: 1.1 OBTAIN ALL BUILDING AND CONSTRUCTION PERMITS AS REQUIRED BY PERTINENT REGULATORY AND GOVERNMENTAL AGENCIES. 1.2 CONTACT THE CITY OF LITTLE ROCK CONSTRUCTION INSPECTION OFFICE. 1.3 CONTACT UNDERGROUND UTILITIES LOCATING SERVICE. 1.4 NOTIFY UTILITY COMPANIES MAINTAINING UTILITY LINES OR EASEMENTS WITHIN THE LIMITS OF CONSTRUCTION, OR IN PUBLIC RIGHT-OF-WAYS ADJACENT TO THE PROJECT. 1.5 BECOME KNOWLEDGEABLE OF EXISTING UTILITIES AND PROTECT SAME WHERE NECESSARY. THIS SHALL INCLUDE UTILITIES SHOWN AND NOT SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DAMAGE TO EXISTING PUBLIC OR PRIVATE UTILITIES AND SHALL REPAIR, REPLACE, OR RELOCATE SAME AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR SHALL ACCURATELY LOCATE AND MARK CONSTRUCTION LIMITS AND PROPERTY LINES, AND SHALL LIMIT ALL CONSTRUCTION ACTIVITIES TO WHICHEVER APPLICABLE. 4. THE CONTRACTOR AT NO TIME SHALL ENCROACH UPON OR CAUSE DISRUPTION TO TRAFFIC FLOW ON ADJACENT PUBLIC RIGHT-OF-WAYS WITHOUT SECURING THE PROPER PERMITS PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ERECT THE PROPER TRAFFIC CONTROL DEVICES ACCORDING TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND SHALL PROTECT THE PUBLIC FROM HAZARD OR INJURY BY ERECTING BARRICADES WHERE APPROPRIATE, I.E., AROUND EXCAVATIONS OR OPERATING EQUIPMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT BEFORE THE INITIATION OF ANY CONSTRUCTION ON THE PROJECT OR IN THE STREETS BORDERING THE PROJECT. THE CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED BY ANY UTILITY COMPANY TO THEIR UTILITY LINES WHETHER SHOWN ON THE CONSTRUCTION PLANS OR NOT, DURING WORK ON THE PROJECT. 6. ALL NEWLY CUT AND/OR FILLED AREAS LACKING ADEQUATE VEGETATION SHALL BE SODDED TO EFFECTIVELY PREVENT SOIL EROSION PER CITY OF LITTLE ROCK AND STATE REGULATIONS. 7. THE CONTRACTOR MUST HAVE WRITTEN APPROVAL FROM THE CITY OF LITTLE ROCK AND THE PROJECT ENGINEER BEFORE ANY CHANGE IN DESIGN IS MADE. 8. FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL CALL ARKANSAS ONE CALL AT 1-800-482-8998 -OR THE LOCATION OF UNDERGROUND UTILITIES. 9. THE CONTRACTOR SHALL NOT ENTER NOR CAUSE DAMAGE TO ANY ADJACENT PROPERTIES WITHOUT WRITTEN PERMISSION FROM SAID PROPERTY OWNERS AND UPS. 10. ALL FILL LIFTS SHALL BE COMPACTED PER SPECIFICATIONS AND GEOTECHNICAL ENGINEERING RECOMMENDATIONS. 11. ALL SITE RELATED CONCRETE UNLESS SPECIFIED OTHERWISE SHALL BE 4,000 PSI (CLASS A LIMESTONE AGGREGATE). CONCRETE WORK ON BUILDING PAD SHALL BE PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 12. ANY EXISTING UTILITIES REQUIRING RELOCATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 13. CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION. 14. THE CONTRACTOR SHALL AT ALL TIMES EMPLOY ADEQUATE EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT DAMAGE TO THE PROPERTY, ADJACENT PROPERTIES, PUBLIC RIGHT-OF-WAYS, AND PUBLIC OR PRIVATE DRAINAGE SYSTEMS. 15. DISTURBED AREAS SHALL BE GRADED TO DRAIN AS INDICATED ON THE PLANS DURING AND UPON COMPLETION OF CONSTRUCTION. NO DRAINAGE SHALL BE DAMMED OR TRAPPED UNLESS SPECIFICALLY DIRECTED BY THE PLANS. 16. ANY FENCING, SIDEWALK, CURB AND GUTTER, OR CURB CUT DAMAGED BY CONSTRUCTION SHALL BE REPLACED AND RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 17. ALL STREETS ADJACENT TO THE SITE SHALL BE KEPT CLEAN DURING CONSTRUCTION. 18. FIELD STAKING TO BE PROVIDED BY THE CONTRACTOR. 19. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. FLOOD HAZARD STAT=MENT: BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS SHOWN ON FEMA \ FIRM MAP NUMBER 0501810127 F, CITY OF LITTLE RDCK, PULASKI COUNTY, ARKANSAS, EFFECTIVE DATE OF OCTOBER 19, 2001. THE SUBJECT PROPERTY LIES WITHIN DESIGNATED ZONE X. 5 D B I REVISIONS: EXISTING CONCRETE BUILDING EXPANSION EXISTING GRAVEL PARKING AREA, POSSIBLE UPGRADE TO ASPHALT ASPHALT PARKING AREA L CONNECT EXISTING-/ AND PROPOSED FENCING (TYP) CHAIN LINK FENCE AROUND STAGING AREA (TYP) CUSTOMER/EMPLOYEE ENTRANCE , Q\ �G TRUCK E EXISTING HOUSE EDGE OF ASPHALT FOURCHE DAM PIKE EXISTING UNITED PARCEL SERVICE FACILITY TWO CONNEX CONTAINERS TO BE RELOCATED TO THIS LOCATION FROM IDS EXPANSION AREA EXISTING EXISTING DETENTION POND FUELING STATION EXISTING TRUCK WASH STATION OVERALL, SIrrE 1V]CAP 3 AREA OF CONSTRUCTION NEW STAGING AREA FOR TRAILERS EXISTING GRAVEL AREA FOR TRAILERS AND IDS STORAGE AREA IDS FACILITY ADDITION FOR CONVEYOR EXPANSION ONLY 4 I 1 I I I I I I I I 1 I I IN 0 z W6 aN Li C3 0 z 0 0 J I 1 I I I I I 1 5 GENERAL NOTES: 1. BEFORE COMMENCING ANY ACTIVITY UNDER OR PERTAINING TO THIS CONTRACT, THE CONTRACTOR SHALL: 1.1 OBTAIN ALL BUILDING AND CONSTRUCTION PERMITS AS REQUIRED BY PERTINENT REGULATORY AND GOVERNMENTAL AGENCIES. 1.2 CONTACT THE CITY OF LITTLE ROCK CONSTRUCTION INSPECTION OFFICE. 1.3 CONTACT UNDERGROUND UTILITIES LOCATING SERVICE. 1.4 NOTIFY UTILITY COMPANIES MAINTAINING UTILITY LINES OR EASEMENTS WITHIN THE LIMITS OF CONSTRUCTION, OR IN PUBLIC RIGHT-OF-WAYS ADJACENT TO THE PROJECT. 1.5 BECOME KNOWLEDGEABLE OF EXISTING UTILITIES AND PROTECT SAME WHERE NECESSARY. THIS SHALL INCLUDE UTILITIES SHOWN AND NOT SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DAMAGE TO EXISTING PUBLIC OR PRIVATE UTILITIES AND SHALL REPAIR, REPLACE, OR RELOCATE SAME AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR SHALL ACCURATELY LOCATE AND MARK CONSTRUCTION LIMITS AND PROPERTY LINES, AND SHALL LIMIT ALL CONSTRUCTION ACTIVITIES TO WHICHEVER APPLICABLE. 4. THE CONTRACTOR AT NO TIME SHALL ENCROACH UPON OR CAUSE DISRUPTION TO TRAFFIC FLOW ON ADJACENT PUBLIC RIGHT-OF-WAYS WITHOUT SECURING THE PROPER PERMITS PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ERECT THE PROPER TRAFFIC CONTROL DEVICES ACCORDING TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND SHALL PROTECT THE PUBLIC FROM HAZARD OR INJURY BY ERECTING BARRICADES WHERE APPROPRIATE, I.E., AROUND EXCAVATIONS OR OPERATING EQUIPMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT BEFORE THE INITIATION OF ANY CONSTRUCTION ON THE PROJECT OR IN THE STREETS BORDERING THE PROJECT. THE CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED BY ANY UTILITY COMPANY TO THEIR UTILITY LINES WHETHER SHOWN ON THE CONSTRUCTION PLANS OR NOT, DURING WORK ON THE PROJECT. 6. ALL NEWLY CUT AND/OR FILLED AREAS LACKING ADEQUATE VEGETATION SHALL BE SODDED TO EFFECTIVELY PREVENT SOIL EROSION PER CITY OF LITTLE ROCK AND STATE REGULATIONS. 7. THE CONTRACTOR MUST HAVE WRITTEN APPROVAL FROM THE CITY OF LITTLE ROCK AND THE PROJECT ENGINEER BEFORE ANY CHANGE IN DESIGN IS MADE. 8. FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL CALL ARKANSAS ONE CALL AT 1-800-482-8998 -OR THE LOCATION OF UNDERGROUND UTILITIES. 9. THE CONTRACTOR SHALL NOT ENTER NOR CAUSE DAMAGE TO ANY ADJACENT PROPERTIES WITHOUT WRITTEN PERMISSION FROM SAID PROPERTY OWNERS AND UPS. 10. ALL FILL LIFTS SHALL BE COMPACTED PER SPECIFICATIONS AND GEOTECHNICAL ENGINEERING RECOMMENDATIONS. 11. ALL SITE RELATED CONCRETE UNLESS SPECIFIED OTHERWISE SHALL BE 4,000 PSI (CLASS A LIMESTONE AGGREGATE). CONCRETE WORK ON BUILDING PAD SHALL BE PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 12. ANY EXISTING UTILITIES REQUIRING RELOCATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 13. CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION. 14. THE CONTRACTOR SHALL AT ALL TIMES EMPLOY ADEQUATE EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT DAMAGE TO THE PROPERTY, ADJACENT PROPERTIES, PUBLIC RIGHT-OF-WAYS, AND PUBLIC OR PRIVATE DRAINAGE SYSTEMS. 15. DISTURBED AREAS SHALL BE GRADED TO DRAIN AS INDICATED ON THE PLANS DURING AND UPON COMPLETION OF CONSTRUCTION. NO DRAINAGE SHALL BE DAMMED OR TRAPPED UNLESS SPECIFICALLY DIRECTED BY THE PLANS. 16. ANY FENCING, SIDEWALK, CURB AND GUTTER, OR CURB CUT DAMAGED BY CONSTRUCTION SHALL BE REPLACED AND RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 17. ALL STREETS ADJACENT TO THE SITE SHALL BE KEPT CLEAN DURING CONSTRUCTION. 18. FIELD STAKING TO BE PROVIDED BY THE CONTRACTOR. 19. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. FLOOD HAZARD STAT=MENT: BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS SHOWN ON FEMA \ FIRM MAP NUMBER 0501810127 F, CITY OF LITTLE RDCK, PULASKI COUNTY, ARKANSAS, EFFECTIVE DATE OF OCTOBER 19, 2001. THE SUBJECT PROPERTY LIES WITHIN DESIGNATED ZONE X. 5 D B I REVISIONS: PROJECT #: 21913.00 DATE: 08/09/06 DRAWN BY: LCR DESIGNER: JDT CHECKED BY: CLM 0 a 0 p q s ' q • to y CO U w N IN OE 00p> q y O c0 m a ,� cp- m Loya t- cv M m �.co ^f P. W Z O V li W Q C Q W 0 L) V w O Q � w a w H Q .j J W H J Z a SEAL: 4ra4j Re vtjtc. . Si 3Z 1-00 Z- ys77- SHEET NUMBER: 2.0 DESCRIPTION: SITE PLAN